Comment on: Dry condition of dug wells in the dry summer season
The following features need to be considered for shallow dug wells:
4. Suitable geomorphological landforms with host shallow unconfined aquifer.
Generally water from the surrounding water bodies filled with the monsoon rainwater recharges the shallow dug wells. In other words it can be expressed, as tapping of water from the top aquifer that is believed to contain arsenic safe water.
The design used by Project Well is a modified version of the conventional wells developed by Dr. Timir Hore. The depth of such wells, in the Project Well study area, (location maps are available on the web site <projectwellusa.org>) range between 14 to 22 feet. The vital feature of such well is the pack of sand around each well, from bottom to top, that helps in recharge of water and also acts as a filter to a certain extent. The porosity of the concrete rings needs to be considered depending on the geological nature of the sediments underlying the area and which would be almost the same in Bengal and Bangladesh with some localized variation.
The shallow dug wells were constructed in several villages in the district of N-24 Parganas of West Bengal, India. In the year 2001- one; 2002 -five and in 2003 -twenty wells were excavated and in the driest month of May 2003 the column of water in each well was observed as given in the table below.
|
No. of |
Total Rings |
Depth |
Column of water |
|
|
DW# |
Consumers (March 03) |
(ft) |
in May 2003 in feet |
|
|
2002 |
|
|||
|
PW2 |
30 |
20 |
18.33 |
0.92 |
|
PW3 |
**1 |
21 |
19.25 |
3.67 |
|
PW4 |
**13 |
23 |
21.08 |
4.58 |
|
PW6 |
50 |
20 |
18.33 |
7.33 |
|
PW7 |
126 |
16 |
14.67 |
3.67 |
|
2001 |
||||
|
PW9 |
**4 |
22 |
20.17 |
NA |
|
2003 |
Constructed |
in May 2003 |
||
|
PW1 |
New |
22 |
20.16 |
1.38 |
|
PW5 |
Scheduled |
|||
|
PW10 |
Scheduled |
|||
|
PW11 |
New |
22 |
20.17 |
NA (water appeared at 8.6 feet bgl) |
|
PW12 |
New |
20 |
18.33 |
5.0 (as of 10th June 03) |
|
PW13 |
New |
21 |
19.25 |
4.58 |
|
PW14 |
New |
23 |
21.08 |
4.13 |
|
PW15 |
New |
23 |
19.36 |
4.58 |
|
PW16 |
New |
25 |
22.92 |
3.21 |
|
PW17 |
New |
20 |
18.33 |
3.21 |
|
PW18 |
New |
*19 |
14.25 |
3.21 |
|
Pw19 |
New |
23 |
21.08 |
0.11 |
|
PW20 |
New |
24 |
22.00 |
8.25 |
|
PW21 |
New |
21 |
19.25 |
3.7 |
|
PW22 |
New |
22 |
20.17 |
5.04 |
|
PW23 |
Scheduled |
|||
|
PW24 |
New |
24 |
22.00 |
NA (water appeared at 13 feet bgl) |
|
PW25 |
New |
24 |
22.00 |
1.83 |
|
PW26 |
Scheduled |
|||
|
PW27 |
New |
24 |
22.00 |
NA (water appeared at 13 feet bgl) |
|
PW28 |
New |
23 |
21.08 |
NA (water appeared at 9 feet bgl) |
|
PW29 |
New |
23 |
21.08 |
5.2 |
|
PW30 |
New |
23 |
21.08 |
NA (water appeared at 14.5 feet bgl) |
Note:
*Due to the difference in the height of a few rings there is a difference in the total depth of some wells.
**The reasons for the small number of users in some of the existing wells can be discussed later.